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1)  open-web floor structure
空腹板架结构
1.
The steel-concrete composite open-web floor structure is a relatively new type of composite structure.
钢-混凝土组合空腹板架结构是一种较新型的组合结构形式,迄今,对其的研究主要在静力及线弹性范畴。
2)  the composite Vierendeel plate
组合空腹板架结构
3)  flat open-web structure
平板空腹结构
4)  composite open-web plate frame structure
钢-混凝土组合空腹板架结构
1.
In this paper, author develops two kinds of shear connector, pin shear connector and block according to the characteristic of steel - concretes composite open-web plate frame structure,.
钢-混凝土组合空腹板架结构是一种新型结构形式,它由下层交叉钢肋、上层混凝土板及连接上下层并使之共同工作的钢管或钢管混凝土剪力键组合而成。
5)  laced structure
空腹结构
1.
Stiffness matrix of Timoshenko beam was adopted to calculate the equivalent solid member stiffness matrix of the laced structure,in which the ratio of shear rigidity to bending rigidity was taken into account.
采用考虑剪切变形的Timoshenko梁的刚度矩阵,用抗剪刚度和抗弯刚度之比来考虑剪切变形对抗弯刚度的影响,得出空腹结构连续化成一根杆件的刚度矩阵。
6)  vierendeel staggered truss frame steel structure
空腹式交错桁架钢结构
1.
Based on the experimental result of a 1/3 scale vierendeel staggered truss frame steel structure model under cyclic load,the seismic behavior and failure mechanism of vierendeel staggered truss frame steel structure were studied,and the seismic behaviors were evaluated by the hysteretic behavior,ductility,energy dissipation and rigidity degeneration.
为研究空腹式交错桁架结构体系的抗震性能,进行了1个5层空腹式交错桁架钢结构1/3缩尺模型试验,研究了该结构体系在循环荷载作用下的抗震性能和破坏机理,并从滞回性能、刚度退化、结构延性、耗能能力及破坏模式等方面评价该结构体系的抗震性能。
补充资料:空腹


空腹


一般认为在禁食8~12h以上,胃内容物已完全排空,肝内贮存的糖原呈大部耗完的状态。
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